133 Belvedere Street SURVEY 09.07.2017F. B. SKETCH D.C. 82640-163826 DR. BY DDWP:\2017 (81358) 163826-FNLDIR. ORDER N0. FILE 82640
MAP SHOWING ASBUILT SURVEY OF
LOT 600 AS SHOWN ON MAP OF
SECTION No. 1 SAL TAIR
AS RECORDED IN MAP BOOK 10 PAGE 8 OF THE CURRENT PUBLIC RECORDS OF DUAL COUNTY, FLA.
CERTIFIED TO: AMERICAN CLASSIC HOMES, LLC
BANCIL BMADR K DA QLB3857 (PAR .SAFELEVATION: (10.09) (Sp, R GIVUOPEP ETT $ G.P.S. ESTABLISHED FOR 600 HT PL gFEPOCH, USING FDOT NETWORK Wq y)
ELEVATIONS SHOWN HEREON
REFER TO NAVD 1988
00
f~ m 10.2)
0"
a(/ U
Cc
V(
18L N. O T S1) ORT/ 9 9
24.31
10 of - cn
Q Q1QR10.
Oti
6,,-V/-N> ye FewN
fh
w_
77/o90' o.$)
JoTWO0.a
S
NORTpNTOEp
p. qDDRESSCF (10.
Z O "Q •, m;:, FFEa NO.13 y
i O
10.1) 1' UV O27 : CO m
m ^ Oo6,
00. E4sr C/ '(
10.5)
o 422' M w Q O
81
z cO
10. -U
O RyON OWASOSHSo co
UNE B'R.. 10
75-000 Sp
I (
10 / 3 O 10.7) I`
10.8) ^ J
QO QQ SOUTH 8
6.. cz;
WOOD FENCEC0T (65. 4) 6 D 1
10.7)
n
O
10.5) DENOTES EXISTING ELEVATIONS J
DENOTES FND 1/2" I.P.
NO I.D.
UNLESS OTHERWISE NOTED
CO -
DENOTES CABLE RISER BOX
QS -DENOTES 24" SANITARY SEWER MAN HOLE
DENOTES WATER METER
WM
71) -DENOTES 12" SQUARE CONCRETE POWER POLE
FINAL; W.O. #153826; 5-21-18 (FIELD)
LOT & HOUSE STAKE OUT (GOOD -SET F.F.E.); W.O.# 160702; 01-15-18 (FIELD)
THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE COMMITMENT. NOTE:
THERE MAY BE ADDITIONAL EASEMENTS AND/OR RESTRICTIONS THAT ARE NOT SHOWN SIDE/FRONT TIES ARE TO THE FOUNDATION.
ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY.
UNDERGROUND ENCROACHMENTS NOT LOCATED
THE LAND SHOWN HEREON IS IN THE SPECIAL FLOOD HAZARD ZONE "X" AS SHOWN
ON FLOOD INSURANCE RATE MAP 0409 H FOR DUVAL COUNTY, FLORIDA, F.I.R.M INDEX DATE 06-03-13
ALL AMERICAN SURVEYORS OF FLORIDA, INC.
LAND SURVEYORS - 3751 SAN JOSE PLACE, SUITE 15 - JACKSONVILLE, FLORIDA, 32257 - 904/279-0088 - LICENSED LAND BUSINESS NO. 3857
FND. = FOUND
I.D. = IDENTIFICATON
P.
P) = TYPICAL
Legend CONC = CONCRETE
A/C = AIR CONDITIONER
NDc = BACK of CURB THIS IS TO CERTIFY THAT THE ABOVE LANDS WERE SURVEYED UNDER MY RESPONSIBLE
RON PIPE
I.R. IRON ROD
N.G. = NATURAL GROUND SUPERVISION AND DIRECTION, THAT THERE ARE NO ENCROACHMENTS EXCEPT AS SHOWN 4
DELTA ANGLE
Tw TOP OF WALL
BW
AND THAT THE SURVEY SHOWN HEREON MEETS THE MINIMUM TECHNICAL STANDARDS SET
CCH = CHORD
BOTTOM OF WALL
P.T. = POINT OF TANGENCY FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYOPS AND MAPPERS PURSUANT
ALLA = ARC LENGT P.C.P. = PERMANENT CONTROL POINT
P.C. = POINT OF CURVE
TO CHAPTER 472.027 / CHAPTER 61G17-6, FLORIDA S_(ATUTES.
AMERICANC) =
RADIUS
ULATE
D) = DEED
P.R.C. POINT OF REVERSE CURVE
P.C.C. = POINT OF COMPOUND CURVE SURVEY NOT VALID UNLESS EMBOSSED BY SEAL SURVEYORS
SP2 = PLAT
R = RADIAL LIN
FL = CENTER LINE
B.R.L. = BUILDING RESTRICTION LINE
F.P.&L.= FLORIDA POWER & LIGHT
FENCE
JAMES D. HARRISON, JR., No. 2643
OF FLORIDA,
INC.
R/W RIGHT -OF-
A) = ACTUAL
W) = WITNESS
E. NISH FLO
x— =
AY LB =LICENSED BUSINESS
NGVD = NATIONAL GEODETIC VERTICAL
NAVD NORTH AMERICAN VERTICAL DATUMRELEVATION
MICHAEL. A. GARRETT, No. 6643
SCALE 1"=20'
1Y'' [T 9WF. WIDTH P.I. = POINT OF INTERSECTION
D = DEPTH
MES = MITERED E
EOW = EDGE OF WATER
D SECTION TOB = TOP OF BANK
DATE 09-07-17
FLORI A- REGISTERED S RVEl'OR ASO MAPPER 8
F. B. SKETCH D.C. 82640-163826 DR. BY DDWP:\2017 (81358) 163826-FNLDIR. ORDER N0. FILE 82640